Local, Distortional, and Euler Buckling of Thin-Walled Columns

By Benjamin W. Schafer. 2002

398 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/794a131d98175ba6bf167ef8a33c5177dc39f173

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. Benjamin W. Schafer
2. Cheng Yu
3. L. Gardner
4. S. Afshan
5. Najib Saliba

In Civil and Structural Engineering

1. Benjamin W. Schafer
2. Cheng Yu
3. L. Gardner
4. S. Afshan
5. S. Ádány
6. Najib Saliba

Citations in the corpus

• Distortional Buckling Tests on Cold-Formed Steel Beams (2006, background): “The advent of higher strength steels also increases the potential for distortional failures (Schafer and Peköz 1999, Schafer 2002).”
• Local Buckling Tests on Cold-Formed Steel Beams (2003, methodology): “Table 4 and Table 5 present the summary statistics for the Direct Strength Method.”
• REVIEW: THE DIRECT STRENGTH METHOD OF COLD-FORMED STEEL MEMBER DESIGN (2008, methodology): “Development of the Direct Strength Method beyond distortional buckling was completed using a much wider set of cold-formed steel cross-sections and tests that included failures in local, distortional, and global flexural or flexural-torsional modes [15, 16 ].”